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HomeMy WebLinkAboutPLANS4 T • •Mobile 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 L115,N. sHtPIACK f'Z�0. AV0049A-CROWN (BU* 813700) 2651 MINUTE MAID ROAD FORT PIERCE, EL 34945 LATITUDE 2702859.76"N, LONGITUDE 80034'01.21 "W ® 9 v ® lFLo ALDA S'l'TE1 VICINITY MAP FROM T-MOBILE OFFlCE PROCEED NORTHWEST ON CONCORD TERRACE TOWARD SAWGRASS CORPORATE PKWY, TURN LEFT ONTO SAWGRASS CORPORATE PKWY. USE THE 2ND FROM THE RIGHT LANE TO TURN LEFT ONTO W SUNRISE BLVD, USE THE RIGHT 2 LANES TO MERGE ONTO FL-859 N NA THE RAMP TO W PALM BEACH• MERGE ONTO FL-859 N. USE THE RIGHT 2 LANES TO TAKE MT 21A-B FOR FLORIDA`S TURNPIKE N. MERGE ONTO FLORIDA'S TURNPIKE, TAKE EAT 152 FOR M-70 TOWARD FT PIERCE/OKEECHOBEE. CONTINUE STRAIGHT ONTO FL-713 N (SIGNS FOR FL-70 W/OKEECHOBEE/VERO BEACH) TURN LEFT ONTO ORANGE AVE, TURN RIGHT ONTO MINUTE MAID RD, KTHE SITE WILL BE ON THE LEFT. I DRIVING DIRECTIONS I THIS IS AN APPLICATION FOR A. MODIFlCATION TO AN EXISTING UNMANNED WIRELESS TELECOMMUNICATION SIZE I PROJECT DESCRIPTION I ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES I. SM BMW (M14) R MDA MI DWG ME S. AIRMCAN INSTITUTE OF SRB. z NAnd EITCTMC CWE NRD] oCNSTRUCIIaN SPECmums (A5C) UXAL AL6NDIIFNTS UTFST ED. 7. UNOIRWIIERd UAWTORIES (UL) 3. AN9/M/BA APIUCIBLE STANDARDS APPROVED MMCAL PRWUCiS 4. LIM SAF1:lY CODE WPA-iM-TOTS fl 1➢CAL BWDNC � 5 SM EIMICW (MI4) IlDRDA FIRE PRLVENTIUI COOS A CITY/COUNTY ORNWWCM APPLICANT/LESSEE MDCMC NAME T-MOBILE PROJECT MANAGER: DENISE CORREA PHONE (954) 604-9031 PROPERTY INFORMATION OVER: CROWN CASTLE INTERNATIONAL 6420 CONGRESS AVE SUITE 20DO BOCA RATON. F_ 33487 CONTACT: KYLE WACHENHBM 813-342-3895 HANDICAP REQUIREMENTS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION: HANDICAPPED ACCESS NOT REQUIRED. PROJECT INFORMATION EQUIPMENT LOCATION: N OUTDOOR ❑ INDOOR ANTENNA LOCATION: ❑ WATER TOWER N SELF SUPPORT TOWER ❑ MONOPOLE ❑ ROOF TOP ❑ NEW TOWER ❑ OTHER PROJECT SUMMARY CODE CIVIL ENGINEER: KIMIEY-HORN AND ASSOCIATES. INC. 19M WEKIVA WAY, SUITE 200 WEST PALM BEACH. FL 334D7 (561) 845-0665 STRUCTURAL ENGINEER: N/A ELECTRICAL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC 1920 WEKIVA WAY. SUITE 200 WEST PALM BEACH, R 334D7 (561) 945-0665 SURVEYOR: N/A TOWER ENGINEER: NA I PROJECT TEAM I ST. LUCIE COUNTY PLAN REVIEW /f0Q BLDG: a iP DATE: ELEC: DATE:MIS PLUMB: DATE: MECH: DATE. SHEET DESCRIPTION REV. T-1 COVER SHEET 0 G-1 GENERAL NOTES 0 C-1 SITE PLAN & T-MOBILE EQUIPMENT LAYOUT 0 C-2 TOWER ELEVATION AND ANTENNA LAYOUT 0 C-3 EQUIPMENT MOUNTING DETAIL 0 E-1 ELECTRICAL SITE PLAN 0 E-2 GROUNDING DETAILS O E-3 DC WIRING DIAGRAM 0 SHEET INDEX ISSUED FOR: L700 UPGRADE GATE JULY 2015' SCANNED BY St. Lucie Cn1n DESIGN: 5TH EDITION 120141 FLORIDA BUILDING CODE WIND LOADS (ASCE 7-10) ULTIMATE WIND SPEED 155 MPH NOMINAL WIND SPEED 120 MPH RISK CATEGORY II WIND EKPOSURE - C FILE T. • •Mobile 1300 CONCORD TERRACE, SUITE 200 SUNRISE FT, 33323 ROJECT INFORMATION: A2P0049A CROWN 2651 MINUTE MAID ROAD FORT PIERCE, FL 34945 Sf. LUCIE COUNTY URREM ISSUE DATE: JULY 2015 SSUED FOR: L700 UPGRADE EV.:�ATE�ESCRIPDON: L- b. °72a Aa �2•' Al ""' w �`e WA 7 'PLANS 7PR ED Kimley»)Horn © 2015 RIMIEY-H0.PN AND ASSOpg7IM INC 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 MPE CA00000696 ROV DER: RAWN BY:=CHK.: APV.: MM MM MM CENSURE: KEMN IL MARAM PE 71466 MARK MCMMA MARTIN PE 72397 ARNOWD A ARTILE6 PE 70645 HEET TfTLE COVER SHEET HEEf NUMBER�?EVISION Twl [KIIA Job #: 044290105 ® 9-15-2015 PER BUILDING COMMENTS �1�(t�Lt1 iPf STANDARD PROVISIONS INTENT A THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS A TEMPORARY FACILITIES' WATER: CDMC PUANGF 1. INSPECTIONS ACCOMPANYING THEM DESCRIBE THE WORK 7BE PERFORMED AND A ALL MATERIALS, DESIGN, AND WORKMANSHIP SHALL BE IN THE CONTRACTOR SHALL NOTIFY THE CPM AT LEAST 24 HOURS MATERIALS TO BE FURNISHED FOR THE CONSTRUCTION OF WATER IS NOT AVAILABLE TO THE CONTRACTORS ON SITE ACCORDANCE WITH ALL APPLICABLE CODES (SOME OF WHICH ARE IN ADVANCE OF REQUIRED INSPECTIONS INSPECTIONS THAT ME THE T—MOBILE SITE USTED BELOW). ORDINANCES, AND AUTHORITIES HAVING O WILL TH BE REQUIRED BY E CPM OR OTHER DESIGNATED B. UCHT AND POWER: JURISDICTION TH OVER E WORK UPON THE COMPLETION OF THE T—MOBILE REPRESENTATIVE ARE- ARE INTENDED TO BE S. THE DRAWINGS AND SAND LIGHT AND POWER ARE AVAILABLE ON SITE TH WORK, E CONTRACTOR SHALL PROVIDE T—MOBILE WITH A CERTIFICATE OF OCCUPANCY (IF REQUIRED) AND OTHER LEGAL 1. INSPECTION OF GROUNDING SYSTEM COMPLEMENTARY. NEXPLANATORY AND COMPLEMENTARY. HOWEVER, SHOULD C. TELEPHONE DOCUMENTS TO VERIFY SUCH COMPLIANCE. WHERE NO CODES 2 PRACTICAL COMPLETION T ANYTHING BE SHOWN, INDICATED OR SPECIFIED ON ONE AND EMST THE WORK SHALL CONFORM WDH THE 5TH EDITION (2014)FLORIDA NOT THE OTHER, IT SHALL BE THE SAME AS IF SHOWN, EACH CONTRACTOR TO PROVIDE HIS OWN TELEPHONE BUILDING CODE, AND/OR THE SPECIFICATIONS HEREIN, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ENSURING INDICATED OR SPECIFIED ON BOTH. ACCESS IF REQUIRED. - WHICHEVER IS MORE STRINGENT. AND A DOCUMENT STATEMENT SHALL BE THAT ALL- RELEVANT AUTHORITY INSPECTIONS ARE CARRIED OUT FURNISHED TO MIS EFFECT. IN A TMELY MANNER. THE CONTRACTOR SHALL PROVIDE C. TIE INTENTION OF TIE DOCUMENTS IS TO INCLUDE ALL LABOR D. IF PERMANENT POWER IS COMPLETED, ALL CONTRACTORS MAY DOCUMENTATION ALL. N OF AINSPECTIONS. AND MATERIALS REASONABLY NECESSARY FOR NE PROPER EXECUTION AND COMPLETION OF TIE WORK AS INDICATED IN USE THE SERVICE CONNECTION FOR PRODUCTION WORK ONLY, THE. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE DOCUMENTS. PROVIDED PROVIDED THAT ELECTRICAL CORDS AND CONNECTIONS ARE T—MOBILES' DESIGNATED ENGINEERING FIRM TO OBTAIN ALL BY THE CONTRACTORS AND ARE DISCONNECTED AND IT IS TIE CONTRACTOR'S RESPONSIBILITY TO VERIFY REWIRED INSPECTIONS AND TESTING. THE CONTRACTOR D. TIE PURPOSE OF THE IS TO SUPPLEMENT 7E, PROPERLY STORED DURING NON —WORKING HOURS. COMPLIANCE WITH THE GOVERNING CODES NOTIFY TIHE SHALL PROVIDE DOCUMENTATIDN OF ALL INSPECTIONS GRANDSPECIFICATIONSDE INTENT OF THE DRAWINGS AND TO DESIGNATE A PROCEDURE, RANDFO MI CPM OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK TYPE OR QUALITY OF MATERIALS REQUIRED TO COMPLETE ME WORK. WORK CODE PRACTICEN THIS CLEAN UP: SPECIRCATON SHALL BED DAONEDRTO EDITION E. MINOR DEVIATONS FROM ME DESIGN LAYOUT ARE ANTICIPATED A THE CONTRACTORS SHALL AT ALL TIMES KEEP ME SITE FREE CURRENT AT THE TIME OF OF E CONTRA AND SHALL BE CONSIDERED AS PART OF THE WORK HOWEVER. NO FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED THE CONTRACTOR SHALL COMPLY ZONING WITH AND SITE J. ENNRONMFNTA PRO TON CHANGES THAT ALTER THE CHARACTER INTENT OF THE DESIGN BY TIER EMPLOYEES AT WORK, AND AT THE COMPLETION OF ACQUISITION SPECIAL STPULATIONS AS OUTUNED IN ME JOB WILL BE MADE OR PERMITTED BY T—MOBILE THE WORK, THEY SHALL REMOVE ALL RUBBISH FROM AND ABOUT SPECIFICATONS, OR AS DIRECTED BY TIE CPM. NOISE LEVEL THE CONTRACTOR SHALL ENSURE THAT STATE WITHOUT A CHANGE ORDER. ME BUILDING, INCLUDING ALL TOOLS, SCAFFOLDING AND ANSI/TIA/EA APPLICABLE STANDARDS AND LOCAL REGULATONS ARE COMPLIED WITH IN REGARD TO NOISE LEVELS PRODUCED BY HIS OR HIS SUB —CONTRACTOR'S SURPLUS MATERIALS, AND SHALL LEAVE THE WORK CLEAN AND READY FOR USE. 5TH EDITION (2014) FLORIDA BUILDING CODE EQUIPMENT OR METHODS OF CONSTRUCTION. CONFLICTS B. EXTERIOR: VISUALLY INSPECT EXTERIOR SURFACES AND BUILDING OFFICIALS & CODE ADMINISTRATORS NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL AMENDMENTS DUST CONTROL TIHE CONTRACTOR SHALL TAKE ALL NECESSARY CONTRACTOR REMOVE ALL TRACES OF SOIL, WATER MATERIALS. SMUDGES AND UNDERWRITERS LABORATORIES (U.L) APPROVED ELECTRICAL PRODUCTS STEPS TO LIMIT ME NUISANCE T OF ANY DUST NUISANCE THAT A THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL OTHER FOREIGN MATTER. AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATIONS (AISC) MIGHT ARISE DURING CONSTRUCTION TO THE OF THE LOCAL AUTHORITIES AND TIE BUILDING OWNER THE CPM TS RESPONSIBLE FOR VERIFICATION OF ALL MEASUREMENTS IN THE SITE BEFORE ORDERING ANY MATERIALS PERFORMING 1. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM LIFE SAFETY CODE NFPA — 101-2015 MAY DIRECT THAT WORK CEASE UNTIL SUCH THE AS ANY ANY WORK. NO EXTRA CHARGE A COMPENSATION SHALL BE ADJACENT SURFACES FEDERAL AVIATION REGULATIONS NFPA 55 AND 70 (2015) PARTCULAR DUST NUISANCE IS CONTROLLED TO THE SATISFACTION ALLOWED DUE TO DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND TW C. INTERIOR: VISUALLY INSPECT INTERIOR SURFACE AND REMOVE OF THE CPM, LOCAL AUTHORITIES, AND BUILDING OWNERS DIMENSIONS INDICATED THE CONSTRUCTION DRAWINGS. ANY ALL TRACES SdL, WASTE MATERIALS, SMUDGES AND OTHER IN DI SUCH DISCREPANCY IN DIMENSION WHICH MAY INADVERTENTLY FOREIGN MATTER. OCCUR SHALL BE SUBMITTED TO ME T—MOBILE CONSTRUCTION PROJECT MANAGER (CPM) FOR CONSIDERATION 1. REMOVE ALL TRACES OF SPLASHED MATERIAL FROM PERMITS ANDLICENSES K. REINSTATEMENT BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK IN THE ADJACENT SURFACES. ANY PAVEMENT, FOOTPATH, CURB, GUTTERS, WALLS, FLOORS, AFFECTED AREA 2 REMOVE PAINT DROPPINGS, SPOTS, STAINS AND GIRT A. THE SITE ACQUISITION SPECIALIST SHALL OBTAIN, AT HIS OWN SERVICES, AND EXISTING FEATURES PROPERTIES, FROM FINISHED SURFACES EXPENSE. ALL REQUIRED LOCAL, STATE, AND/ORCOPIES DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE O SOTHERTRUC B., THE CONTRACTOR, IF AWARDED CONTRACT, WILL NOT BE D. CONTRACTOR SHALL WASH WAX NOOK PRIOR TO FINAL CONSTRUCTION PERMITS AND LICENSES COPIES OF ALL PERMITS OF AM RESTING D TO A COMMENCE AT LEAST EQUAL TO THAT ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY MATTER TIO SHALL ACCEPTANCE FLOOR WAX SHALL BE OF THE ANT —STATIC SHALL SENT TO CPM. APPROVALS FROM PLANNING EXISTING BEFORE COMMENCEMENT OF OPERATIONS. OR THING ABOUT WHICH TIPE CONTRACTOR MIGHT NOT HAVE TYPE ,E BOARDS, ENVIRONMENTAL BOARDS, AND/OR THE CO FULLY INFORMED HIMSELF PRIOR TO BIDDING. WILL BE SUPPLIED BY CON RMED BEES BUT MUST BE CONFIRMED BY THE L AS —BUTLER DRAWINGS SITE ACQUISITION IAUST SPECIALIST PRIOR TO THE APPLICATION FOR CONSTRUCTION PERMITS P _ ME CONTRACTOR SHALL PREPARE A RED LINED OF AS - BUILT DRAWINGS TIE FORM OF MARKED UP CONSTRUCTION ORANGE MOOR PROCEDURE FM APPROVAL WILL BE SUPPLIED BY OTHERS, BUT MUST BE PLANS SHALL BE STANDARD ACCEPTABLE TO THE T—MOBILE SUCH CONTRACTS AND WARRANT17S A CHANGE ORDER MAY BE IMITATED BY THE CPM, AND OR THE / CONFIRMED BY TIE CONTRACTOR WITH THE CPM PRIOR TO THE DRAWINGS MALL BE SUBMITTED TO T—MOBILE WITHIN TWO WEEKS FROM CONTRACTOR. TICONTRACTOR, UPON VERBAL REQUEST FROM COMMENCEMENT OF WORK PRACTICAL COMPLETION AND PRIOR TO APPROVAL OF E CONTRACTOR'S TH A EACH CONTRACTOR IS RESPONSIBLE FOR HELPING TO OBTAIN THE CPM SHALL PR PR PREPARE A WRITTEN PROPOSAL DESCRIBING THE FINAL INVOICE THE BUDING PERMIT AT THE LOCAL JURISDICTION AS THE CHANGE WORK MATERIALS AND ANY CHANGES IN THE CONTRACTOR OF RECORD, AND PROVIDE SAID JURISDICTION WITH T T CONTRACT AMOUNT AND PRESENT TO THE CPM FOR APPROVAL B. PRIOR TO COMMENCING THE WORK, ME CPM M. PRAT ACOMPLETION ALL PROOF REQUIRED TO OPERATE AS A CONTRACTOR IN THAT SUBMIT REQUESTS FOR SUBSTITUTIONS IN TIE FORM AND IN SHALL SCHEDULE AN ON —SITE MEETING WITH ALL MAJOR � JURISDICTION. ACCORDANCE NTH PROCEDURES REQUIRED FOR CHANGE ORDER PARTES TO THE PROJECT. THIS WOULD INCLUDE (THOUGH NOT THE FOLLOWING DOCUMENTATION SHALL BE PRDVIDED TO T—MOBILE PROPOSALS ANY CHANGES TO THE SCOPE OF WORK OR MATERIALS UMITED TO) THE DESIGNATED ELECTRICIAN, LOCAL TELEPHONE WREFSS PRIOR TO THE DATE OF PRACTICAL COMPLETION: WHICH ARE PERFORMED BY THE CONTRACTOR WITHOUT A WRITTEN COMPANY, CARPENTRY FOREMAN (IF SUBCONTRACTED), A 1. ALL QUALITY ASSURANCE CHECKLISTS AS OUTUNED IN CHANGE ORDER AS DESCRIBED AND APPROVED BY THE CPM, REPRESENTATIVE FROM THE LOCAL SPECIFIED WAREHOUSE AND TIE PREVIOUS SECTIONS SHALL BECOME TIE SOLE RESPONSIBILITY OF TIRE CONTRACTOR. CPM OR HIS DESIGNATED REPRESENTATIVE STORAGE:. - 2. WARRANTIES AND MAINTENANCE MANUALS, IF APPLICABLE A DO NOT USE THE EXISTNG BUILDING SPACE FOR STORAGE OF C. CONTRACTOR SHALL FED VERIFY ALL EXISTING UTUTIES 3. GROUND SYSTEM RESISTANCE TEST TOOLS OR MATERIALS WITHOUT THE CONSTRUCTION PROJECT RP A D DO UMENTS AND OORDINATON. BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE 4. CERTIFICATE OF OCCUPANCY MANAGER AND/OR BOLDING OWNER APPROVAL INTERPRETATION OF PLANS SHOULD BE IMMEDIATELYREPORTEDA GENERAL CARPENTRY, ELECTRICAL, AND ANTENNA DRAWINGS ARE TO TIE ENGINEER FOR RESOLUTION AND INSTRUCTION AND NO B. ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY INTERREJTED. IN PERFORMANCE OF TIRE WORK. EACH FURTHER WORK SHALL BE PERFORMED UNTIL DISCREPANCY IS LOCATION AND IN A MANNER THAT WILL NOT OBSTRUCT THE CONTRACTOR MUST REFER TO ALL DRAWNGS. ALL CHECKED AND CORRECTED BY THE ENGINEER. FAILURE TO SECURE FLOW OF OTHER WORK. ANY EQUIPMENT OR MATERIAL STORAGE COORDINATION TO BE THE RESPONSIBILITY OF THE GENERAL SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS METHOD MUST MEET ALL RECOMMENDATIONS OF THE CONTRACTOR. OWN RISK AND EXPENSE MANUFACTURER. - D. TIRE CONTRACTOR SHALL BE EQUIPPED WITH A MEANS -OF- INSURANCE AND BONS - PROTECTION, CONSTANT COMMUNICATIONS, SUCH AS A CELLULAR PHONE OR A SHOP DRAWINGS PAGER. A EACH CONTRACTOR SHALL AT HIS OWN EXPENSE CARRY AND A PROTECT FINISHED SURFACES JAMBS AND OF MAINTAIN FOR THE DURATON OF THE PROJECT ALL OPENINGS USED AS PASSAGEWAYS THROUGH WHICH EQUIPMENT AYSINCTHROUDINGUGH EQUIPEADSMENT AND MATERIALS WILL PA55. A CONTRACTORS TO SUBMIT SHOP DRAWINGS AS REQUIRED AND E. THEINC CONTRACTOR IS UNITED RESPONSIBLE FOR ALL SITE SAFETY INSURANCE AS REQUIRED AND USTED AND SHALL NOT COMMENCE WITH HIS WORK UNTIL HE HAS PRESENTED A THROUGH ME GENERAL LISTED IN THESE THE CONTRACTOR TO THE GPM, FOR REVIEW. INCLUDING BUT NOT LIMITED TO PROTECTION OF ALL SITE PERSONNEL CERTIFICATE OF INSURANCE STATNG ALL COVERAGES TO B. PROVIDE PROTECTON FOR EQUIPMENT ROOM SURFACES PRIOR TO AND THE GENERAL PUBLIC DURING TIRE ENTIRE SITE CONSTRUCTION THE GENERAL CONTRACTOR WHO SHALL, IN TURN, ALLOWING EQUIPMENT OR MATERIALS TO BE MOVED OVER SUCH B. ALL SHOP DRAWINGS TO BE REVIEWED, CHECKED, CORRECTED, PERIOD. HE SHALL TAKE ALL REASONABLE PRECAUTIONS TO PLACE AND MAINTAIN BARRICADES, LAMPS, SIGNS. AND THE FORWARD A COPY OF ALL CERTIFICATES TO THE CPM. SURFACES STAMPED AND SIGNED BY GENERAL CONTRACTOR PRIOR TO LIKE IN ACCORDANCE WITH OSHA SAFETY ACT AND ANSI C. MAINTAIN FINISHED SURFACES CLEAN, UNMARRED AND SUBMITTAL TO THE CPM. OCCUPATIONAL GUIDELINES. SUITABLY PROTECTED UNTIL JOB SITE IS ACCEPTED BY CPM. F. PROVIDE DAILY UPDATES ON SITE PROGRESS. ETHER VERBAL OR WRITTEN TO CPM. G. COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND PRODUCTS AND SUSSTTJTONS- EQUIPMENT IS REWIRED PRIOR TO START OF CONSTRUCTION. REPAIRS AND A EMFNI'S A SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION. IN EACH REQUEST IDENTIFY TIRE PRODUCT FABRICATION OR H. COOROINATON WITH PUBLIC UTLItt AlIT10RiT � OHO A IN EVENT OF DAMAGE, TIE CONTRACTOR SHALL PROMPTLY MAKE INSTALLATION METHOD TO BE REPLACED BY THE SUBSTITUTION. ALL REPLACEMENTS AND REPAIRS AND AT NO ADDITIONAL COST MLUDE RELATED SPECIFICA71ON SECTION AND DRAWING ME CONTRACTOR THE CONTRACTOR SHALL COORDINATE RELEVANT TO T—MOBILE AND/OR BUILDING OWNER. NUMBERS, AND COMPLETE DOCUMENTATION SHOWING COMPLIANCE THE WORKS THEY ARE TO BE CARRIED OUT. HE AUTSHALL NTH THE REQUIREMENTS FOR SUBSTTUTONS CONDUCT HIS OPERATIONS SO AS TO NOT INTERFERE WITH THE OPERATIONS OF PUBLIC AND/OR PRIVATE UTUTY B. ALL NECESSARY PRODUCT DATA AND CUT SHEETS SHALL PROPERLY AUTHORMES, INSTALLING SERVICES ON THE SITE INDICATE AND DESCRIBE ME ITEMS. PRODUCTS. AND MATERIALS BEING INSTALLED, THE CONTRACTOR SHALL, IF TIRE CONTRACTOR WILL BE RESPONSIBLE FOR THE PROTECTION DEEMED NECESSARY BY THE CPM, SUBMIT ACNAL SAMPLES TO OF SUCH FACILITIES AND STRUCTURES DURING CONSTRUCTION THE CPM FOR APPROVAL IN UN OF CUT SHEETS. OF MIS SITE mc ms m....me e(N, ab leas a,rf., Imn�k lam T • •Mobile 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL 33323 ROJECT INFORMATION: A2P0049A CROWN 2651 MINUTE MAID ROAD FORT PIERCE, FL 34945 ST. LUCIE COUNTY URRENT ISSUE DATE: JULY 2015 SSUED FOR: L700 UPGRADE EV.:�ATE:�ESCRIPTION: �ti �rrr/ 5 =r p'• %'T i Kiml y�>I "o" m © 2015 plet£Y—X0.4N µ0 RSSOLYAIES ING 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 FBPE CAOOW0695 ROVIDER: RAWN BY:=CHK.: APV.: MM MM MM CENSURE: KEVIN K. MARA,H PE 719 MARIA VICTORIA MARTIN PE 72397 ARNOLDO A. ARTIER PE 70M HEEE TITLE GENERAL NOTES HEEE NUMBER" --REVISION Gmi KHA Job #: 044290105 EXISTING T-MOBILE ICE C BRIDGE 'HIM NG B' HIGH _ AIN-DNK FENCE EXISTING T-MOBILE DISCONNECT O EXISTING SPRINT/NE%TEL EXISTING T-MOBILE UTILITY H-FRAME PPC EXISTING T-MOBILE EXISTING SPRINT/NEXTEL x TELCO BOX a EQUIPMENT ON CONCRETE PAO EXISTING T-MOBILE EXISTING SPRINT/NEXTEL FIBER CABINET ICE BRIDGE x x A EXISTING T-MOBILE EQUIPMENT ON GRAVEL EXISTING ! CONCRETE PAD AREA , SPRINT/NEXTEL N EQUIPMYr^. OUIPLAENT SHELTER -n `•` %ISTING METROPCS, x fJ EXISTING 12' WIDE ACCESS GATE x I EX TING AT&T EQUIPMENT x SHELTER x 1 GRAVEL) AREA x I X X x — NORTH 0 6 12 SCALE FEET SITE PLAN EXISTING T-MOBILE EQUIPMENT ON CONCRETE PAD EXISTING T-MOBILE ICE, BRIDGE EXISTING T-MOBILE UTILITY H-FRAME EXISTING 2SO't SEIF-SUPPORT TOWER EXISTING AT&T ICE BRIDGE X X - EXISTING METER ilEQUIPMENT `EXISTING ICE BRIDGE(T"P)EXISTING T-MOBILEDIESEL GENERATOR AT&T ONED SHELTER - X X X X LEGEND (D EXISTING T-MOBILE FCOA CABINET BO EXISTING T-MOBRE RADIO CABINET TO BE REMOVED © EXISTING T-MOBILE COVP OD FRw0sm T-YOBlE 4IE 9ffw fi1BPEF OPROPOSEDPROPOSM (� FTaa YaIFTTEI) TO I x x EXISTING T-MOBILE DIESEL GENERATOR x "°RTTI EXISTING EQUIPMENT LAYOUT PLAN 0 4 9 SCALE �i x EXISTING 250't-� SELF-SUPPORT TOWER x EXISTING T-MOBILE ICE C BRIDGE E EXISTING T-MOI DISCONNO x EXISTING T-MO EXISTING T-MOBILE �� TELCO B EXISTING T-MOBILE O FIBER CABINET X NG BILE ON PAD 0 EXISTING T-MDBILE DIESEL GENERATOR "GR'" PROPOSED EQUIPMENT LAYOUT PLAN 0 4 6 SCA� T • •Mobile 13DO CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 ROJECT INFORMATION' A2P0049A CROWN 2651 MINUTE MAID ROAD FORT PIERCE, FL 34945 SF. LUCIE COUNTY rURRENT ISSUE DATE: l JULY 2015 SSUED FOR' L700 UPGRADE EV.:=DATE:====DESCRIPTION: 1.� 0/iL'' X//• A/p �01 LAN Mpg Kim'ih*x ` ' orn © 2015 WNfEY-XdM M9 AS =ATES ING 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 FBPE GADGM696. ROVIDER: RAWN BY:=CHK.: MM MM MM CENSURE: KEMN IL YARAIH PE 71455 MARIA MCIORIA MARTIN PE 72397 ARNOWO A ARTIIES PE 70M HEFT TITLE' SITE PLAN & T-MOBILE EQUIPMENT LAYOUT HEET NUMBER^ —REVISION c-1 Job #: [KHA 044290105 TOP OF TOWER .� EXISTING T-MOBILE LTE EL, 250.3P (9) EXISTING ANTENNAS, (3) EXISTING AWS QUAD ANTENNA TO 30 ANTENNAS TO BE REPLACED MTN (3) NEW BE RELOCATED _EXISTING T-MOBILE ANTENNAA ANTENNAS, EXISTING MOUNT TO BE REMOVED EL 237'3 AND REPLACED WITH CONNECT -IT WIRELESS 13' V-FRAME BOOM GATE PART NUMBER 42 VF13-XX-96 (OR APPROVED EQUAL). F%ISTINC, CPRINT/NFXTFI ANTENNA A EXISTING T-MOBILE UMTS ` 3pp• EL. 225't RAD CENTER OF EXISTING AND DUAL ANTENNA TO BE U:l piJ. PROPOSED T-MOBILE ANTENNAS REMOVED N' EL 217'f EXISTING cPRINT/NFXTR ANTFNNAA EXISTING A MOBILE FRIG 3) TO EL 210•tQ q2\ BE RELOCATED (TYP. OF 3) EXISTING AT&T ANTENNAS `10p. EXISTING T-MOBILE FXFB RRU TO EL. 195 BE RELOCATED (TYP. OF 3) EXISTING T-MOBILE UMTS EXISTING T-MOBILE FRIE RRU TO EXBE RELOCATED (TYP. OF 3) 178' S�SPRNi/NFXIEL ANTENNAS PCS/GSM ANTENNA TO BE EL 178't RELOCATED EXISTING T-MOBILE UMTS PCS/GSM ANTENNA TO BE EXISTING AT&T ANTENNAS RELOCATED �EC 1fi0't EXISTING SECTOR A SELF-SUPPORT AZ = 90' TOWER SECTOR A AZ=90' s `Pc^ y`IP� v?�n EXISTING T-MOBILE QUAD EXISTING T-MOBILE LTE `' �Ps '' EXISTING T-MOBILE ANTENNA TO BE AWS QUAD ANTENNA TO�dB UMTS PCS/GSM REMOVED BE RELOCATED U`OP oA o. ANTENNA TO BE RELOCATED EXISTING T-MOBILE COVP TO SECTOR A BE RELOCATED (TYP. OF 3) EXISTING T-MOBILE AZ = 90' UMTS DUAL ANTENNA TO BE REMOVED EXISTING T-MOBILE LTE EXISTING ANTENNA LAYOUT AWS QUAD ANTENNA TO BE RELOCATED EXISTING DISH ANTENNA A N.TS E EXISTING 250'3 SELF-SUPPORT TOWER ANTENNA EXISTING COAX SECTOR LENGTH! SIZE I OTY. SECTOR A 250't 1 5/8" 4 SECTOR B 250'3 1 3/8' 4 SECTOR C 250't 1 5/8-1 4 EXISTING HYBRID LENGTHI SIZE1 OTY. 250't 1.24" 3 NOTE THIS DRAWING IS INTENDED TO DEPICT THE GENERAL LOCATION AND HEIGHT OF THE PROPOSED ANTENNAS ON THE EXISTING TOWER. CONSTRUCTION SHALL NOT PROCEED UNTIL A STRUCTURAL ANALYSIS REPORT HAS BEEN COMPLETED BY A PROFESSIONAL ENGINEER REGISTERED IN THIS STATE, CONCLUDING THAT THE EXISTING TOWER IS STRUCTURALLY ADEQUATE TO RESIST THE EXISTING AND PROPOSED LOADS TOWER ELEVATION N.T.S. T RELOCATED EXISTING T-MOBILE FXFB RRU PROPOSED CONNECT-R WIRELESS 13' V-FRAME BOOM GATE PART NUMBER VF13-XX-96 (OR APPROVED EQUAL). (TYP OF 3 SECTORS) RELOCATED EXI'. T-MOBILE FRIG q2 PROPOSED T-MOBILE LTE Jpp• 700AJMTS AWS/GSM PCS HEX —� ANTENNA MOUNTED TO PROPOSED MOUNT PER MANUFACTURER SPECIFICATIONS (SEE SHEET C-3) qI a `Tpp. n RELOCATED EXISTING T-MOBILE UMTS PCS QUAD ANTENNA RELOCATED T-MOBILE 7 q2n\ JOo` EXISTING SELF-SUPPORT TOWER FRIE RRU QUAD / ANTENNA SECTOR A AZ = 90' /—PROPOSED T-MDBILE LTE 700/UMTS AWS/GSM PCS HEX ANTENNA MOUNTED SECTOR A TO PROPOSED MOUNT PER SE SE 90' MANUFACTURER SPECIFICATIONS (SEE SHEET C-3) RELOCATED EXISTING T-MOBILE FRIE RRU —RELOCATED EXISTING T-MOBILE COVP RELOCATED EXISTING T-MOBILE VLTE AWS QUAD ANTENNA SECTOR A AZ - 90' EXISTING T-MOBILE FRIG RRU EXISTING TMOBILE FRIG RRU RE RELOCATED EXISTING 9?��'� EX T-MOBILE LTE AWS QUAD P T- ANTENNA PROPOSED ANTENNA LAYCI-11" EXISTING �--rrRELOCATED T-MOBILE FXFB RRU RELOCATED EXISTING �� OP T-MOBILE UMTS PCS QUAD ANTENNA PROPOSED T-MOBILE LTE 700AJMTS AWS/GSM POS HEX COUP MOUNT PER MANUFACTURER SPECIFICATIONS (SEE SHEET C-3) T • •Mobile 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL 33323 ROJECT INFORMATION: A2P0049A CROWN 2651 MINUTE MAID ROAD FORT PIERCE, FL 34945 Sr. LUCIE COUNTY URRENT ISSUE DATE: JULY 2015 SSUED FOR: L700 UPGRADE f V.:�ATE�ESCRIP'f ION: SEAL\ „ NO b 2,2 o Teo - .• •�.,6� ..... UWS�P Kinilep>4Hbrn © 2015 KIMIET-HOFN AND AS =Ah ING 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33417 (567) 845-0665 FHPE CA00000696 ROVIDER: RAWN BY:=CHK.: APV. MM MM MM CENSURE: I2'AN K. YARAJI PE 71455 YARIA MOTMA NA M PE 70 ARNIX00 A ARTLm PE 706:5 HEFT TITLE TOWER ELEVATION AND ANTENNA LAYOUT WET NUMBER-bEVI510N c KHA Job #: 044290105 PROPOSED ANTENNA TILT BRACKET PROVIDED W/ANTENNA PROPOSED T-MOBILE ANTENNA PROPOSED ANTENNA BRACKET PROVIDED W/ANTENNA PROPOSED PIPE MOUNTING BRACKETS PROVIDED W/ANTENNA (TYP.) EXISTING MOUNTING PIPE PROPOSED ANTENNA MOUNTING DETAIL N.T.S Ned immb I=z • JMs, mJ Mrsblvi 4c PROPOSED 3"0 SCH. 40 GALV POST WITH CAP. 6FT MAX Al PROPOSED FRLB RRU'S MOUNTED TO PROPOSED RACK. (TYP. OF 3) PROPOSED GALV. UNISTRUT W/ SS HARDWARE PROPOSED MAX. BETWEEN �I�'1 VERTICAL MEMBERS j n SHALL BE 36" TYP. BOND TO EXIST. GROUND RING RRU FRAME DETAIL N.T.S PROPOSED 3"0 SCH. 40 GALV POST NTH CAP.—�O 6FT MAX HT. �I I I I / I I I I I I N SIDE VIEW N.T.S. _1 1 /4" - PROPOSED 3"0 SCH. 40 GALV POST WITH CAP. 6FT MAX HT. z F U z w 'MY u ohm MECH. BOND TO PIPE, TYP. 1/2" THICK STIFFENER PLATE (4)-3/8"0 REDHEAD TRUBOLT WEDGE ANCHORS, OR AN APPROVED EQUIVALENT IN SHEAR AND TENSION. EMBED 3" MIN INTO EXISTING CONCRETE SLAB. (TYP. OF ALL LOC.'S) ATTACH CABINET TO EXISTING FRAME WITH 1/2"0 A325 BOLTS ® 2 1/2"0 SCH. 40 PIPE FOR W/HE% NUTS AND WASHERS PER PROPOSED SUPPORT RACK. HSS MANUFACTURER'S SPECIFICATIONS - N 2 1/2"x2 1/2"x3/16 FOR O O RUNWAY PIPE SUPPORT DETAIL Oj (SEE NOTE BELOW). EXISTING T-MOBILE PLINTH (4)-3/13"0 REDHEAD TRUBOLT In WEDGE ANCHORS, OR AN APPROVED EXISTING T-MOBILE EQUIVALENT IN SHEAR AND TENSION. ® 8"x8"x1 /2" PL .. ..�� •\, CONCRETE SLAB EMBED 3" MIN INTO EXISTING -.\ \ \ \ \ \ \ CONCRETE SLAB. (TYP. OF ALL LOC'S) BASEPLATE DETAIL r\\\\\;\\\i\�\i��\� SECTION 0-0 NOTES N.T.S. 1. VERIFY QUANTITY REQUIRED. GENERAL NOTES: 1. ALL CONOUIFS SHOWN PRE DYGRAUVATICAUN' DRAWN. CONTRACTOR IS RESPONSIBLE TO COOPOM4TE THE ACTUAL INSTALLATION, MOUNTING HARDWARE, AND ROUTING WITH T-MOBILE WIRELESS CPM. EXISTING EXISTING TRIO BOX EXISTING" FIBER BOX p NOTE ALL GROUND WIRE ARE TO BE 1211NNED SOUK) COPPER WWES EXISTING MCA CABINET GROUND LEADS /VJ / EQUIPMENT GB TO BE NECHM mCHAY. \ � BONDED EXISTING T-MOBILE BN4' CONCRETE DOSIM I'Xt0' SUB GROUND ROD WITH INSPECTION SLEEVE DISTEND /2 IDUfr EQUIPMENT Tn / GROUND RING ELECTRICAL SITE PLAN 1. CmERAL A THE CONTRACTOR SKU PROVIDE ALL MATERML AND LABOR FOR A COMPLETE ELECTRICAL SYSTEM AS INDICATED ON THE DRAWINGS. TES NOT SHORN BUT OBVIOUSLY NECESSARY FOR A COMPLETE SYSTEM SH41L BE INCLUDED. B. THE CONTRACTOR SHAH. CUM ALL NECESSARY PERMIB, INSPECTORS AND APPROVALS. C. ALL WORK SHALL CONFORM TO TIE NA110M ELECTRICAL CODE AND THE FOCAL BUILDING CODES. ALL COMPONEMS SHALL BE U . APPROVED. D. THE CONTRACTOR SHALL BEFORE GLEAMING HIS BID, VISIT THE SITE OF THE PROJECT AND BECOME FAMILIAR WITH THE CONDITIONS. NO ALLOWANCE WILL BE MADE FOR EXISTING CONDITIONS OR FAILURE OF THE CONTRACTOR TO OBSERVE THEM. E. EXACT LOCATION OF ALL EQUIPMENT SAL BE 0]ORDM LED WITH WIRELESS CARRIER, RE BUILDING OWNER AND OTHER TRADES. F. WHERE EQUIPMENT IS SPEMnED BY MANUFACTURER AND TYPE SUBSITITITION SMALL ONLY BE ME WITH THE APPROVAL OF THE ENGNEM THE CONTRACTOR SHALL SUBMIT DETAILS OF PROPOSED MATERIALS. REASON FOR CHANGE AND CHANGE IN CONTRACT AMOUNT. 2. SCOPE OF WORK A THE CONTRACTOR SHALL PROVIDE ALL ELECTRICAL WIRING AND EQUIPMENT UNLESS OTHERWISE INDICATED. RAIN COMPONENTS ARE AS FOUDWS 1. PROVIDE ELECTRICAL RACEWAYS k WIRING AS INDICATED ON THE DRAWINGS 2 PROVIDE ELECTRICAL EQUIPMENT MOUNTED AS DIRECTED BY CARRIER AND AS INDICATED ON THE DRAWINGS, N.T.S 11 3. PROVIDE TELEPHONE CONDUIT WITH PULL WIRE AND MILE AS INDICATED ON GRAWMM 4. INSMLL WIRE AND CONDUIT AS INDICATED. PROVIDE CABLE SUPPORTS AS INDICATED. S. REPLACE EXISTING WIRELESS GENET WITH NEW OWNER FURNISHED WIRELESS MINERS AS INDICATED ON DRAWINGS B. REUSE EXISTING GROUND JUMPERS WHEN POSSIBLE TOM FORMER WIRELESS CABINETS; PROVIDE NEW GROUND JUMPERS TO NEW CABNETS AS REQUIRED. 7. PROVIDE GROUNDING PROTECTION SYSTEM AS INDICATED. B. RESTORE ALL AREAS TO ORIGINAL CONDITION ARM INSTALLATION OF CONDUIT. 9. CONTRACTOR SMALL CLEARLY LABEL DISCONNECTS AND OTHER RELATED GEAR. 10. AT TIME OF PLAN PERMITTING, CONTRACTOR SK41L APPLY FOR A THIRTY (30) MAY TEMPORARY POWER PERIOD FOR TESTING PURPOSE. 3. CONDUIT A CONDUIT SIZES AS SHOWN ON THE DRAWINGS ARE A MINIMUM. THE CONTRACTOR WY INCREASE AS REQUIRED FOR CASE OF PUWNG B. CONDUIT TYPES SHALL BE AS FOLLOWS UNLESS OTHERWISE INDICATED: 1. ALL ABOVE GRADE CONDUR SHALL BE RIGID GALVANIZED 'TEE. 4. ALL CONDUIT BELOW GRADE SHALL BE SCHEDULE 40 PVC. 3. CONCEALED CONDUIT N WALLS OR ABOVE CEDING SRNL BE W. C ALL EXPOSED CONDUIT SHALL BE NEATLY INSTALLED AND RUN PARALLEL OR PERPENDICULAR TO STRUCTURAL EEMENTs SUPPORTS AND MOUNTING HARDWARE DUST T-MOBILE MAIN DISC IXO FAST T-MOBLE 0 I �{ ECAD CENTER METER PROPOSED �1 SSC I CABINET 4 III TO I OF SERVICE OF SERVICE A-5,] ELECTRICAL RISER DIAGRAM LOAD CALC LEAD AMPS PROPOSED SSO C42RU 40 On CHARGER 2 TOTAL AS EXIST VOLTAGE PROVIDED: 24OV, 1 PHASE 3W EXIST SETICE PROVIDED: 1C/A, 3/COCA, 200A WIRE S12E CORD SITE BUS AMPS LORD POLES AMPS Li BUSL2 AMPS POLES LOAD BUS AMPS WERE SIZE COND 812E L7 Li �, 0 SPARE 2 40 3 5 a V 4 6 10 12 _ 2 SURGE BUPPRESOR O 0 0 Z. 13122 40 SSG CABINET 1 2 1DD - 2 SPARE 0 40 0 D SPARE 1 20 20 1 GR 3 D SPARE 1 20 20 1 BATTERY CHARGER 2 NOTE: VERIFY ETBSING CONEW , WE, AND BREAKER FOR CITL111I5 5.7 AND RUSE IF COMM WITH ADM SCHEDULE RATED VOLTAGES 120/240 ❑ _ 1 PHASE 3 WERE BRANCH POLES: 111112 ❑18 024 ❑42 APPROVED MF'RS. PER METRO POS STD RATED AMPS: ❑100 14200 ❑400 ❑_ CABINET: MSURFACE [I FLUSH NEM4 ❑1 03R 04X IIIIIINNN LUGS ONLY MAIN AMPS ❑ BREAKER 0 FUSED SWITCH G HINGED DOOR © KEYED DOOR LATCH ❑FLISED IS CIRCUIT BREAKER BRANCH DEVICES ❑ TO BE GFCI BREAKERS FULL NEVIRAL BUS I GROUND BUS ALL BREAKERS MUST BE RATED TO INTERRUPT A SHORT CIRCUIT ISC OF 10.000 AMPS SYMMETRICAL PANELBOARD SCHEDULE SHALL BE HOT DIPPED GALVANIZED SLED. NYLON INSULATED BUSHINGS SHALL. BE USED ON ALL CONDUT TERMINATIONS D. FLEX CONDUIT SHALL BE UOUID TIGHT FLEXIBLE METALLIC CONDUIT. ABBREVIATIONS ART ANTENNA EMT RECTRKAL METALLIC TIMING AM AMERICAN WIRE GAUGE On DRAWING E NO SHALL BE INSTALLED IN LIFE SAFETY AREAS SUCH.AS- BCW BARE COPPER WIRE LPS UGHTNNG PROTECTION SYSTEM gCRw.OVnN�VDCUIT F. LSUI.IUul1'ROVIES ARE SCHEMATIC. FIELD VERIFY ROUTE BEFORE HIM S.S. STAINLESS STEEL BID. COORDINATE ROUTE WITH WIRELESS CARRIER AND BUILDING W. RACEWAY TYPICAL PNL PANEL BIWAIEp� G. RPROOF HUBS SHALL BE USED FOR ALL TOP AND SIDE RGS RIGID GALVANIZED STER. CIF. CPM CURRENT LIMITING FUSE CONST. PROD. MANAGER PENETRATIONS TO ENCLOSURE LOCATED OUTDOORS. 4. CONDUCTORS SYMBOLS A CONDUCTORS SHALL BE STRANDED COPPER TYPE TIM WITH 75 DEGREE C RISE INSULATION " 5. PULL BOXES AND MOTION BOXES A INTERIOR ENCL SHALL BE NmA 1. EXIERIDN ENCL SHALL BE NEMA 3R B. GROUNDING A PROVIDE GROUND MTF1A AS INDICATED ON THE DRAWINGS AND AS REQUIRED BY WE NATIDMAL ELECTRIC CODE AND RADIO EQUIPMENT MANUFACTURER B. ALL RACEWAYS REWIRE GROUNDING CONDUCTORS. BONDING COMMODORE THROUGH THE RACEWAY SYSTEM SHIN. BE CONTINUOUS FROM MAIN SWITCH GROUND BUSES TO PANEL GROUND BARS. AND FROM PANEL GROUNDING BARS TO BRANCH CIRCUIT OUTLETS, MOTORS, UGHTS, ETC THESE GROUND CONDUCTORS ARE REQUIRED THROUGH09 TIRE PROJECT REGARDLESS OF WHETHER CONDUIT RUNS SHOW GROUND CONDUCTORS ON THE DRAWINGS. C. COORDINATE WITH ENCLOSURE SUPPLIER TO INSTALL TELCO GROUND BARS BELOW THE IRLO BOARD. CONNECT TO MAIN GROUNDING SWELL • CADWELD TYPE CONNECTION ® 5/8' X1O'-0' CCPPERRM GRIND. ROD W/INSP. SLEEVE O 5/9' X10'-O' COPPERCLAD GRND. ROD ■ MECHANCAL TYPE CONNECTION - - - 12 TINNED SOLID BARE CO WIRE - - - ORDER GROUND TACO CONDUIT - - - UNDER GROUND ELECTRIC MOM COY CONDUIT TAG 1; REFER TO RISER M-1,3 CONOU17 TAG 1; PANEL SCHEDULE ® GENERATOR RECEPTACLE 2 3 ELECTRICAL NOTES 14 1 ELECTRICAL SYMBOLS 5 T • •Mobile. 1300 CONCORD TERRACE, SUTTE 200 SUNRISE FL, 33323 ROJECT INFORMATION: A2P0049A CROWN 2651 MINUTE MIND ROAD FORT PIERCE FL 34945 ST. LUCIE COUNTY URRENT ISSUE DATE: JULY 2015 SSUED FOR: L700 UPGRADE EV.:=DATE:====DESCRIPTION: ���1q iiilll/!/ SEAL ..... LIGEA�A'�;.�p i ` A10 0 `• TS ' 20 dif5 (15 CANS Ki/1.1 > Worn © 2015 K-1 -HWN PNO ASSOOAh LVC 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 TITRE CAOODDOG9S ROVIDER: BY:�HK.: ARV.: LRAWN MM MM MM CENSURE: I EVIN K. MARA.H PE 714M MAMA WMOPoA MARTIN PE 73]9] ARNOLDO A MILES PE 70645 HEET TITLE ELECTRICAL SITE PLAN HEET NUMBER=======:REVISION E-1 KHA Job $: 044290105 GROUNDING PROTECTION SYSTEM NOTES: 1. PROVIDE *C BLE ENTRANCE GROUND BAR' (CEDE), 3-H X 61 X 1/4-D. MOUNT AT 11. ELECTRICAL, CONTRACTOR SHALL TARE MEDGER READINGS OF GND. THE RESULTS TEILD CABINS. CODRD. WSTALIATMIN WITH CPM. SHALL. NOT BE GREATER THAN 5 OHMS 2 PRUDE A GND RING BUNm A MNMLM OF 18' BELOW GRADE THE GROUND 12 ALL CONNECTIONS TO GND SYSTEI SHALL BE MADE IN LINE WITH BENDS NOWWM. RING SWML BE INSTALLED A MINIMUM OF 2'-0' AWAY FROM THE FOUNDATION 12' RADIUS IN THE DIRECTOR OF CURRENT FLOW. T-CONNECTIONS WILL NOT BE UNLESS SHOWN ON ORAMNIG. AELOWm. SSC FCOA 3. ND FENCE POUT TO GND RING USING AN WEED. BOND FENCE DAlE 13. BENDS 7ELCO CABINET CABINET TO POSE WRH ALL IN CND WIRES SHALL BE NDWWV. 12' RADIUS. WITH FLEXIBLE STRAP COPPER JUMPER STRAP OR XOTH CABINET L P F TOWER. FOUNDATION. ON. FOR PLANES FOR ALL FENCE PLANES INTO 12 FEET OF LANE T FOUNMTON. POR FENCE 14. ANTENNA CABLES BE BONDED AT EACH END. RUNS GREATER TWIN ALINES BEYOND 12', WEND 1a2 TO EACH FENCE PLANE 10 ANY PLANES WITHIN 50', FT 701 SHALL BE BONDED TOWARDS MIDDLE OF LENGTH. COOROIN4IE LDC4TDN WITH EN 4. BOND DISCONNECT SARCH, METER, TELEPHONE CABINET AND SERVICE CONDUITS TO ME CARRIER'S P.MJECT MANAGER, n n BINNED GO RING AS THEY CROSS. 15, WHEN APPLICABLE CONTRACTOR SHALL BOND FRAMES TO EACH OTHER AND TO 2-2' CONDUT WfiH TO1 PULJSTRING 02 GO RING VA TWO PATS. COORDINATE WEN WRBE55 CARRIER PROJECT MANAGER. S. EACH NEC OF THE WAVEGUIDE STRUCTURE SHALL. BE WDNIDLLALLY BONDED TO THE NI TELEPHONE CO. PoIM BURIED GND RING. 90THERMCALLY WELD MNNEC110NS AT POST FOR WAVEGUIDE 15. CONTACTOR CAN PRONE ONE OF THE FOLLOWING AS DIRECTED BY THE PROJECT OF DEMARCATION. STRUCTURE AND BURIED GND RING PLACE 5/BX1O' COPPERUAD GO ROD AT 10' MANAGER: THE SECOND OPTION IS PREFERRED. INTERVALS ALONG MVEGUIDE PATH. A CADWETD EACH CABINET GND WIRE TO GND RING AS SHOWN IN EQUIPMENT GND DETAIL 6. REBARGO W FOR CY AND EOUPIPNf PAD TO B, DAN VI LE) EMUI WE TO A 1/4'X4X24- MIN. COPPER BUS BAR LOCATED URESOLID GRADE BOND . UOIHE WEED A 12 TINED BURIED GND RING IXON ECT TO WEED I (2 TOURED SOLD COPPER CONWCfOR BEHIND HAND CABINET. EXTEND A 12 WIRE FROM EACH END OF COPPER TO WE RF&B AND CONNECT TO THE BURIED GND RING TO IELCD DEARC BUS BAR TO GND RING. 7. PROVIDE INSPECTION SLEEVE AT MIN SERVICE GROUNDS. EXOTHERMIC CONNECTIONS. 17. PROVIDED BRAIDED BONDING JUMPERS BERYEEN MIT MEANDPOST (OPNONAL). 16, 1/2-C 7D ELECIRIEL GND 8. PROVIDE BONDING CONDUCNR(S) FROM ME BURIED GND RING TO THE ANTE Ak 19. CONTRACTOR SHML PROVIDE EXOTHO WC BONDING AT ALL BORED GROUND RING CABLE BUS BAR AT POINT JUST INSIDE OF THE COMMUNICATION STRUCTURE EDT. CONNECTIONS, STRUCTURAL EOWPMENT FRAME SERVICE RACK(S). MENG TOWER. (1) 2- CONDUIT, VERIFY EXACT LOCATION OF COPPER BUS BAIL FOR PROPER CONDUCIOR LENGTH. GROUND RINGS AND AS INSTRUCTED BY T-MOBILE CPM. EXTEND TO SSC (3)-2- CONDUIT TO FINAL EXOTHERMIC WENDS TU COPPER BUS MR BY THE ANRNNA CABLE INSTALLER. 2D. CONTRACTOR SHALL PROVIDE MECHANICAL BONDING AT All ANTENNA SECTOR GROUND CABINET, WIRE TELCO SSC FROM THE FCOA STRUCTURE VELD BARS ALL EQUIPMENTN DISCONNECTS, TRANSFORMERS J-BOXES, PANE.- 9. EYOTHERWELLY WED BONDING COWUCNR N CHNG. CIRCUITS AS DIRECTS) CABINET. WIRE TELCO BY WIRELESS CARRIER'S ABOVE PAD AND BOND N BORED GNO RING PITON. A 3/4' PVC IVIES.. GROUND DIRECTED BY T/ CPS. AIL PROVIDE , AND MIN GROUND OP CIRCLES AS DIRECTED DIRECTED MECHANICAL SL IVE AL CON RL SLEEVE WHIN A CR4DWJ. BET01 IN THE CONCRETE FOUNDATION. MiCH4NICAL CONNECTIONS SL41 BE PROPERLY TERMINATED W/ WCS, NUTS h BOLTS. UWS. CPM. BY WIRELESS CARRIER'S 10. 5NEAR).-U' TONG COPPER CLAD GND RED. 15' SPACING SS RODS (NON- 21. CIN RVINER SHALL CET WITH NO%-OX All MINES OF CONTACT BETWEEN CPM. TYPICAL FOR All. GND RODS SHOWN. USE STAINLESS STEEL HARDWARE DISSIMIUR METALS. STEl WHET). WHERE APPUCABIE GROUNDING NOTES NTS 1 TELCO RISER DIAGRAM NM 2 N^TF' GRADE REMOVABLE COVER I. EACH CORNER AND Al EACH DATE POST. AS A MINIMUM. ....� ONE VERTICAL POST SHALL. BE BONOM TO THE GROUND ........... e RING IN EVERY 50 FOOT SMACK RUN OF FENCE _ 1 2 HORIZAMAL POLES SHALL BE WNOE) TO EACH OTIFR. NOTE — 6'(x) x 20'(I) PVC 12 AWG 842E ROM SOW ALL EXPOSED CONDUCTORS ON EQUIP. NOTE: ALL WONG TO ANTENNA SECTOR GROUND BAR tt2 AWG GREEN JAMEIED SUB SHALL INSTAI M INSDE A 1/2' IS MEMMICAL• NWSI WGS AND HARDWARE WPPER WE FOR BO NG COPPER WIRE FOR NECCFR SCHED BO PVC MOUR• WHETHER OR OF RF COAX CABLE SHIELD ESS NOT CALLED OUT HERE h ANTENNA SUPPORT 18' CRUSHED ROC �➢ 10 COAX CABLE SHIELD STRUCTURE ANTENNAS SECTORS WIN SECTOR GROUND GROUNDING HIT (TP) ANTENNA (TYP) BARS OWNED) AT TOP OF TOWER OR AT ME AS CALLED OUT IN RUMS SLOT FOR GROUND WIRE CADWED uuma:ED COWNECRON RING GROUND AYTATSUPPORT SSTRUCTUREURE ( ) TO GND RING, IYP. 12 AWG BCN NOTE SECTOR SECTOR SECTOR GROUND BARS GOBAR GND (2 AM RARE ARE To BE L RF COAX CABLE ' COPPERC TINNED MUD COPPER 5518EDX.1DD'WE ~ DIRECTLY TO N RF ANTENNA DIRECTLY j2 AND &'TY TOWER. WITH NO CABIN 10 CABLE INSULATORS. NDIE: CONTRACTOR 70 MARK ON INTRIDR OF SLEEVE WHICH BUIWNC GROUND CADWED PER PANELBOARD OR TELEPHONE GROUND IS RED INID VERTIGO. POST CONNECTED TO RING SCHEDULE PROPOSED EBOND TD OUST. GROUNDING POWER CABINET SSC FWA I'MA RACK CABINET TBC0 GASNEMCAT M � NOTE NREVEASASE fAILPWC AllOWED. INSPECTION SLEEVE NTT 3 FENCE GROUNDING TUTS 4 �' NOTE ALL SECTOR MOOD BARB CONTRACTOR TO APPLY S ITEIFR DISC SHALL BE 1/4X2XIT COPPER OR NO-0% TO ALL CONNECTIONECTMAND VINO O PUF5 G W MAX CABLE v 3/8 THREADED GR D BAR R 3/8 x 3/4 SS BOLT (NOT USE) PO SECTOR CfiWNO BARS) i - - - CAdRNWC KR, TIP •••• •• •• /2W D SAPID EOWINGSUPPORT TO RTCONDUCTOR EXTEND N I E 9JPPoRT STRUCTURE O: STRUCTURE SCR GALV. �� CONED AT TWO LOCATIONS MINIMUM TWO L - / Q2 BARE TINNED 1/4x444 BUS BAR ME R o0a NOTE CONTRACTOR TO COORD. BOND 1R BARE PRATED SOLID COPPER COP PDT WAWAGROUND SOLIDDBDO059 ENT$ / GROUND BAR 97E MAIN GROUND / OOaaWDBBB FOR SECTOR VINO MAIN GROUND BARS WITH T-uOBIIE uEEAWCAL BOND STING 12 TINNED SOLO COPPER CPM pODa ODDa OOOeoa LOWER GROUND, BOND TO GROUND RING OA 1-1/4' U-FlTIWC Dom _ 3/8 M LOCK WASHER J/8x3/4 SS BOLT C — — — ----- ------ ---- —.- 6FT GROUND ROD MITI INSPECTION SLEEVE RE INTO DOSING (TYPICAL) E2 AM TINNED WE LEAD NWER NATE N RING EXISTING TOWER NTH CPM) CRWIIDINC CROUNp ftW (CWROINAIE NTH 55 ANGLE ADAPTER SERVICE ENTRANCE ren SHOWN FOR QMf1Y OR CLAMIC RITY 12 BARE TINNED SOLID COPPER GROUND RING 1B' BELOW MADE WN TYPICAL GROUND BAR DETAIL NMI 5 1 GROUNDING RISER DIAGRAM 6 NTT T • •Mobile 130D CONCORD TERRACE, SUITE 200 SUEIRSE FL., 3J323 A2P0049A CROWN 2651 MINUTE MAID ROAD FORT PIERCE, FL 34945 ST. LUCIE COUNTY CURRENT ISSUE DATE: JULY 2015 L700 UPGRADE `klklte ...................."" Kimley»)Horn © 015 RNIEY-HWW AND tS =AE, INC. 7920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 TOPE CAMDOW95 C� I MM I MM I MM I KEVIN K MARIAM PE 71455 MARA VICTORIA MARTIN PE 72397 ARNOLDO A ARTHES PE 70M GROUNDING DETAILS E=2_--] =KHA Job #: 044290105 AC Generator Plug PPC 2AWG 100 AMP AC Service Site Support Cabinet 1 _ V r3 1IOA LMU I j IDU 1oA 705 Router' E 10A : � r I i 15' NSN Power & Fiber Armored Hybrid Jumper All tower top radio units will receive power from the COVP In ground based radio deployments the system module will supply power to the radio units. In the instance of aground based radio the system module breaker will need to be upgraded to 50A (as depicted in this sheet) instead of the 10A breaker used for a tower top deployment 2AWG 50A Each Conduclors (see COVP Breaker Detail) FCOA - 6AWG•...® I "i FRIAlFRIE — 1 Nokia Power Cable with r �..+w. . AWS UMTS fi i boat-141 FRIATRIE .mnre..rw , AWS UMTS Y • i • FRIAfFRIE 5 ( - 'AWS UMTS Ip w r Al 1 t : . FSME 7/ . u U2100 I m m m m m m m in r' Irrrrrrrrri �A FSME 1.11900 ESMB GSM 150Arnii COVP Breaker Modification The 150A breaker will come factory installed with a 3-pole bridge on the (� top. . " In order to install the COVP power leads; this bridge will need to be removed. Each breaker position will then receive 1 of the 3 power leads Do not attempt to install all three COVP power leads into the single bridge. DC WIRING DIAGRAM NTS